1) curved beam
曲线梁
1.
Dynamic characteristics testing and analysis of some overpass ramp curved beam structure;
某立交桥匝道曲线梁结构动力特性检测及分析
2.
Based on the geometrical characteristics of curved beams and the Timoshenko s beam theory,the three-dimensional curved beam element including six degrees of freedom per node is established.
针对曲线梁的几何特征,根据Timoshenko曲梁理论,提出每结点有6个自由度的三维曲梁单元。
3.
This paper is to offer a kind of convenient and effective method to the unmentioned transverse displacement problem of the simple fixed ends,at the same time,offer new theoretical basis for the curved beam design.
目的为了给目前曲线桥梁设计中并未涉及的一次超静定侧移问题提出一种方便有效的计算方法,同时为曲线梁的设计提供新的理论依据。
2) curved girder
曲线梁
1.
Static analytic method for pre-stressed curved girder;
预应力混凝土曲线梁的静力计算
2.
Varied curvature makes deformation analysis of curved girder more complex,and seeking simple and reliable mechanics model is of advantage to the study on variable-curvature curved girder.
变曲率导致曲线梁变形分析更加复杂,寻求简单、可靠的力学模型有利于变曲率曲梁的研究。
3.
The Ramp Bridge CD2~# of Huanghe Interchange is a prestressed concrete continuous curved girder bridge.
黄鹤立交CD2号匝道桥是预应力混凝土曲线梁桥,其在运营的初期出现裂缝,通过荷载试验及设计校核分析了裂缝产生的原因,提出了切实可行的加固方案。
3) curve beam
曲线梁
1.
Finite element analysis on temperature gradient effect of curve beam bridge;
曲线梁桥温度梯度效应的有限元分析
2.
Discussion on calculative formula of E.A.B.SALSE prestress curve beam;
谈E.A.B.SALSE预应力曲线梁计算公式
3.
According to the practical design experience of the curve beam in Dongxiao South Road of Guangzhou City, the article analyzes the influence of the prestressed transverse effect of the curve beam on the main beam and substructure, and the curve beam how better to prevent the web from dilapidating on the construction.
该文结合广州市东晓南路曲线梁的实际设计经验,分析了曲线梁中预应力的横向效应对主梁及下部结构的影响,以及曲线梁如何从构造上更好地防止腹板崩塌。
4) curved bridge
曲线梁
1.
This paper makes deep research into curved bridges, dealing with some of the technical problems in design, such as the bearing form, structure analysis, design methods for pre-stressed reinforcement and the lay-out of common reinforcement, as well as the structure of the curved bridge.
随着我国交通事业的迅猛发展,曲线梁桥已成为一种较重要的桥型。
2.
It can provide theoretical reference for the design of curved bridge with little radius in order to prevent such diseases.
通过分析计算毛集互通A匝道桥出现梁体扭转、支座脱空的原因,并根据计算结果提取相应的加固措施,取得了良好的效果,可为小半径曲线梁桥的设计提供理论依据,以避免类似病害的发生。
5) curved-girder
曲线梁
1.
Coupled vibration analysis of rail-way simple-supported curved-girder bridges and vehicles with soil-structure interaction;
考虑桩土作用的铁路曲线梁桥车桥耦合振动分析
2.
Introduction of reasonable bearing form of curved-girder bridge in high-speed railway;
高速铁路曲线梁桥的支座布置形式初探
3.
Dynamic response of simply supported curved-girder under moving load series;
移动荷载列作用下简支曲线梁的振动响应
6) curved box girder
曲线箱梁
1.
Analysis of shear lag and effect factors in curved box girder;
曲线箱梁剪力滞效应及其影响因素
2.
Effect of spatial prestressing for curved box girder bridges;
曲线箱梁桥空间预应力效应分析
3.
A dynamic model of curved box girder beam in highway interchanges;
立交桥曲线箱梁动力分析模型
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条